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<br /> <br />_9 <br /> <br />T <br /> <br /> <br /> <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS <br />45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 '50 '40 '30 '16 '10 "8 "4 3/8" 3/4" 1'h' 3" 5"6" 8" <br />100 0 <br /> <br /> <br />90 10 <br /> <br /> 20 <br />80 - <br /> <br /> <br />z <br />70 <br /> <br />--- <br /> <br />- <br /> <br />-- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />f_ 30 w <br /> <br />z <br /> <br />60 <br />a 40 w <br /> -- ------ - <br />- ?- --- 1 ---- <br /> <br />w 50 <br />-- _ <br />- ---- <br />---- <br />--- <br />-- <br />_ <br />_ <br />_ <br />- <br />r _ Z <br />50 <br /> <br />- - <br />-- - <br />- -- <br />- zw <br />ac <br /> <br />w - _ <br /> <br />-- -- <br /> <br />--- <br /> <br />--- - - _ --- <br /> <br />-- <br /> <br />- <br /> <br />-- tc <br />w <br />a <br />a 40 ? - _ 60 <br /> <br />30 70 <br /> <br />20 80 <br /> <br /> <br />10 90 <br /> - <br /> _71 i <br />L 100 <br />0 <br />.0 01 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 20 <br />0.42 152 <br />DIAMETER OF PARTICLE IN MILLIMETERS 0 <br /> SANDS GRAVEL <br /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SAND, SILTY (SM) GRAVEL 0 % SAND 82 % <br />From TH - 14 AT 9 FEET SILT & CLAY 18 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br /> <br />HYDROMETER ANALYSIS SIEVE ANALYSIS <br />25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS <br />45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 '100 '50 '40 '30 '16 `10 '8 '4 3/8" 3/4" 1'k" 3' 5-6- 8"0 <br />100 - --- -- -- -r- - - <br /> -- - -r - -- 10 <br />90 --a <br /> <br /> 20 <br />80 <br /> ----- <br /> 30 w <br />070 <br />Z - _ - - Z <br />w <br />a 60 - 40 <br /> - r <br />5 <br />zw 50 <br />0 <br />c <br />i - 0 <br /> <br />a 40 - <br />- <br />-? <br />-- <br />- 60 a <br /> -- <br /> - - - -- ---?- - --- 70 <br />30 <br /> - ---- - ----- - - - - - -- -- ---- 80 <br />20 <br /> <br />10 _ 90 <br /> - - -- --- --- - - ----+ _ --- - --_ -- <br /> - 100 <br />.00 1 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 20 <br />0.42 152 <br />DIAMETER OF PARTICLE IN MILLIMETERS 0 <br /> SANDS GRAVEL <br /> CLAY (PLASTIC) TO SILT (NON-PLASTIC) FINE MEDIUM COARSE FINE COARSE COBBLES <br />Sample of SAND, GRAVELLY, SLIGHTLY SILTY (SP-SM) <br />From TH - 14 AT 29 FEET <br />McLAUGHLIN WATER ENGINEERS, LTD <br />GOOSE HAVEN RESERVOIR COMPLEX EXPANSION <br />CTL I T PROJECT NO. FC04797-125 <br />GRAVEL 39 % SAND 52 % <br />SILT & CLAY 9 % LIQUID LIMIT NP % <br />PLASTICITY INDEX NP % <br />Gradation <br />Test Results <br />FIGURE B-9